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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹44.6 L+₹1.7 L (3.88%)Rejected-Finance | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹47.0 L+₹4.0 L (9.42%)Rejected-Finance 58 SHAHEED NAGAR OPP BHIMRAO AMBEDEKAR UNIVERSITY RBL ROAD LUCKNOW 226025 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226025 | L3 | Rejected-Finance Other than lowest | |
| 4 | Rejected-Technical LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | - | Rejected-Technical No remarks in WLR of QE Dec 20 of HQ CECC Lucknow |
Tender Value
₹44.6 L
EMD Value
₹89,300
Closing Date
30 Jun 2021, 6:00 pmClosed
GE West Lucknow
GE West Lucknow, 11 SP Marg, Lucknow Cantt - 226002
SPECIAL REPAIR TO BOUNDARY WALL AT RESERVE SUPPLY DEPOT LUCKNOW UNDER GE WEST LUCKNOW
2021_MES_447671_1
GE/W/LKO/25 OF 2021-22
Open Tender
Civil Works
Item Rate
180 days
Lucknow
As per NIT and Tender Documents
9 documents required · 9 mandatory
₹500
GE West Lucknow
₹89,300
Yes
9 Aug 2021
2 Jun 2021
2 Jul 2021
2 Jun 2021
30 Jun 2021
16 Jun 2021
2 Jun 2021 - 10 Jun 2021
Amount
Demolition of brick work or stone/ boulder masonary, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding ashlar facings, dressed stone work and precast concrete articles etc. complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings not exc. 15 cm thickness (below or above ground level) complete all as specified and directed.
Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed.
Returning, filling in, trenches including spreading, levelling, watering and well ramming in layers not exc. 25cm in soft/ loose soil complete all as specified and directed.
Removing surplus excavated material soils n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M&L RCC M-25 (Design mix) using 20mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
M&L RCC M-25 (Design mix) using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L RCC M-25 (Design mix) using 20mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M&L brick work with old size fly ash bricks of class designation 75, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed.
Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface complete all as specified and directed.
Use and waste of Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surface complete all as specified and directed.
Use and waste of formwork to Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished surfaces complete all as specified and directed.
M&L Mild Steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L Mild Steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
S&F rolled mild structural steel Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces of wall and finished surface even and smooth without using extra cement complete all as specified and directed.
M&L for two coats of cement base paint over one coat of primer on newly plastered surfaces of wall including preparation of surfaces complete all as specified and directed.
M&L for preparation of new or previously untreated surfaces of steel or iron of any description over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
S&F galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provn of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed. NOTE: Each line wire to be measured.
M/s Bhadoria Associates
M/S S S A ASSOCIATES
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